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Floor Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1094411F The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Soundbuilt NW, LLC Terry Powell July 21,2021 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Re: thru I13881084I13881060 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss B1 Truss Type Floor Blocking Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881060 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:25 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-KxckTxrrC44nSZQvaeaZg25Ly_snzo3?OCX1XEyvrte Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-8-8 1-8-81-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.11 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-8-8, 3=1-8-8 Max Uplift 4=-601(LC 6), 3=-601(LC 7) Max Grav 4=643(LC 5), 3=643(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-635/609, 1-2=-641/641 BOT CHORD 3-4=-641/641 WEBS 1-3=-944/944 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint 4 and 601 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 450.1 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss B2 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881061 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:25 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-KxckTxrrC44nSZQvaeaZg25L__syzoI?OCX1XEyvrte Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.10 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-6-12, 3=1-6-12 Max Uplift 4=-603(LC 6), 3=-603(LC 7) Max Grav 4=640(LC 5), 3=640(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-633/610, 1-2=-582/582 BOT CHORD 3-4=-582/582 WEBS 1-3=-895/895 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 4 and 603 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 450.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss B3 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881062 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:26 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-o8A6hHrTzNCe3j?68M5oDFdVAOCriF58dsGa4gyvrtd Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-10-4 1-10-41-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.12 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-10-4, 3=1-10-4 Max Uplift 4=-600(LC 6), 3=-600(LC 7) Max Grav 4=645(LC 5), 3=645(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-636/608, 1-2=-700/700 BOT CHORD 3-4=-700/700 WEBS 1-3=-994/994 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 4 and 600 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-4 for 450.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881063 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:28 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-kWIs6ytkV?SMJ09UFn8GIgjnSCmsA3lR4Alh8Zyvrtb Scale = 1:44.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 47 48 51 45 49 50 2x4 3x6 FP 3x4 4x5 5x8 3x6 FP 3x6 5x6 5x6 5x6 5x6 5x6 5x6 4x5 0-6-0 0-6-0 1-4-0 0-10-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-8-0 1-4-0 26-11-0 0-3-0 1-0-4 0-1-8 1-2-8 0-1-8 20-1-8 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [21:0-1-8,Edge], [23:0-3-12,Edge], [24:Edge,0-1-8], [25:0-1-8,Edge], [26:0-1-8,Edge], [42:0-1-8,Edge], [43:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.53 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 44-45 44-45 26 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 113 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-5-0 except (jt=length) 45=0-5-8. (lb) - Max Horz 44=-475(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 43, 25 except 24=-1482(LC 7), 44=-1367(LC 6), 42=-1529(LC 7), 26=-1381(LC 6), 45=-231(LC 6) Max Grav All reactions 250 lb or less at joint(s) 43, 41, 40, 39, 38, 37, 36, 34, 33, 32, 31, 30, 29, 28, 27, 25, 45 except 24=1516(LC 4), 44=1455(LC 5), 42=1594(LC 4), 26=1452(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1426/1432, 3-4=-2625/2640, 4-5=-2331/2303, 5-6=-2024/2027, 6-7=-1718/1720, 7-8=-1411/1414, 8-9=-1104/1107, 9-10=-798/800, 10-11=-491/494, 12-13=-427/430, 13-14=-734/736, 14-15=-1040/1043, 15-17=-1347/1350, 17-18=-1654/1656, 18-19=-1960/1963, 19-20=-2267/2239, 20-21=-2574/2576, 21-22=-1479/1509 BOT CHORD 45-46=-838/838, 44-45=-1774/1774, 43-44=-3184/3170, 42-43=-1592/1585, 25-26=-1301/1302, 24-25=-2112/2115 WEBS 2-44=-1693/1641, 3-43=-1572/1526, 21-25=-1443/1403, 22-24=-1479/1442, 2-43=-2276/2287, 3-42=-2176/2182, 22-25=-2094/2090, 21-26=-1975/1969 NOTES-(11) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 43, 25 except (jt=lb) 24=1482, 44=1367, 42=1529, 26=1381, 45=231. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 24-11-0 to 26-11-0 for 1547.8 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION, Do not erect truss backwards. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F02 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881064 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:29 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-CjsEJIuMGIaDwAjgpUfVruFx4b5ava0aJpVEg?yvrta Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 3x6 FP5x6 2x4 3x6 2x4 3x6 FP 5x6 3x8 3x4 3x6 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 0-6-0 0-6-0 0-8-11 0-2-11 13-1-4 12-4-9 26-11-0 13-9-12 0-4-3 2-6-0 1-10-9 0-8-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [14:0-1-8,Edge], [19:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.63 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.23 0.04 (loc) 22-23 22-23 15 l/defl >941 >647 n/a L/d 480 360 n/a PLATES MT20 Weight: 119 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. REACTIONS. (size)15=0-2-8, 20=0-3-8, 23=0-5-8 Max Grav 15=717(LC 11), 20=1618(LC 4), 23=684(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1267/0, 4-5=-1267/0, 5-7=-1267/0, 7-8=0/1054, 8-9=0/1054, 9-10=-1613/0, 10-11=-1613/0, 11-12=-1687/0, 12-13=-1687/0 BOT CHORD 22-23=0/945, 21-22=0/1267, 20-21=-192/649, 19-20=-109/885, 18-19=0/1613, 16-18=0/1613, 15-16=0/1106 WEBS 8-20=-286/0, 3-23=-1006/0, 7-20=-1321/0, 3-22=-24/367, 7-21=0/821, 5-21=-309/0, 13-15=-1255/0, 9-20=-1521/0, 13-16=0/660, 9-19=0/1003, 12-16=-300/0, 10-19=-313/0, 11-16=-79/373 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F03 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881065 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-gvQdWev_0ci4YKItNCAkN5o6t?Qse1EkYTEoDSyvrtZ Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 3x6 FP5x6 2x4 3x6 2x4 3x6 FP 5x6 3x8 3x4 3x6 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 0-5-15 0-5-15 0-8-11 0-2-12 12-11-11 12-3-0 26-11-0 13-11-5 0-4-3 2-6-0 1-9-0 0-9-13 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [14:0-1-8,Edge], [19:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.69 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 0.04 (loc) 22-23 22-23 15 l/defl >988 >674 n/a L/d 480 360 n/a PLATES MT20 Weight: 119 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. REACTIONS. (size)15=0-2-8, 20=0-6-11, 23=0-5-8 Max Grav 15=721(LC 11), 20=1621(LC 4), 23=676(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1235/0, 4-5=-1235/0, 5-7=-1235/0, 7-8=0/1037, 8-9=0/1037, 9-10=-1622/0, 10-11=-1622/0, 11-12=-1703/0, 12-13=-1703/0 BOT CHORD 22-23=0/929, 21-22=0/1235, 20-21=-204/632, 19-20=-111/866, 18-19=0/1622, 16-18=0/1622, 15-16=0/1112 WEBS 8-20=-286/0, 3-23=-988/0, 7-20=-1311/0, 3-22=-30/350, 7-21=0/807, 5-21=-302/0, 13-15=-1262/0, 9-20=-1531/0, 13-16=0/671, 9-19=0/1023, 12-16=-307/0, 10-19=-325/0, 11-16=-80/372 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F04 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881066 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-85_?k_vcnwqxAUt3xvhzwJLHbPmkNUVtm7_LluyvrtY Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 3x6 FP5x6 2x4 3x6 2x4 3x6 FP 5x6 3x8 3x4 3x6 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 0-5-15 0-5-15 0-8-11 0-2-12 13-0-12 12-4-1 26-11-0 13-10-4 0-4-3 2-6-0 1-10-1 0-8-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [14:0-1-8,Edge], [19:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.65 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.23 0.04 (loc) 22-23 22-23 15 l/defl >955 >656 n/a L/d 480 360 n/a PLATES MT20 Weight: 119 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. REACTIONS. (size)15=0-2-8, 20=0-3-8, 23=0-5-8 Max Grav 15=719(LC 11), 20=1619(LC 4), 23=681(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1257/0, 4-5=-1257/0, 5-7=-1257/0, 7-8=0/1049, 8-9=0/1049, 9-10=-1615/0, 10-11=-1615/0, 11-12=-1692/0, 12-13=-1692/0 BOT CHORD 22-23=0/940, 21-22=0/1257, 20-21=-196/643, 19-20=-110/879, 18-19=0/1615, 16-18=0/1615, 15-16=0/1108 WEBS 8-20=-286/0, 3-23=-1000/0, 7-20=-1318/0, 3-22=-26/361, 7-21=0/817, 5-21=-307/0, 13-15=-1257/0, 9-20=-1524/0, 13-16=0/664, 9-19=0/1010, 12-16=-302/0, 10-19=-317/0, 11-16=-79/373 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F05 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881067 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-cIXNxKwEYDyoneSFUdCCTWtSFp6y6wS1?njvHKyvrtX Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 3x6 FP5x6 2x4 3x6 2x4 3x6 FP 5x6 4x6 3x8 3x4 4x6 3x6 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 0-5-15 0-5-15 0-8-11 0-2-12 3-2-11 2-6-0 13-0-12 9-10-1 26-11-0 13-10-4 0-4-3 2-3-0 2-6-0 1-10-1 0-8-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [19:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.65 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.02 (loc) 16-18 16-18 15 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 122 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-5-8 except (jt=length) 15=0-2-8, 20=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 24=-530(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24 except 15=720(LC 13), 20=1282(LC 5), 23=1401(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/1098, 4-6=-470/265, 6-7=-470/265, 7-8=0/636, 8-9=0/636, 9-10=-1624/0, 10-11=-1624/0, 11-12=-1698/0, 12-13=-1698/0 BOT CHORD 23-24=-1098/0, 22-23=-320/111, 21-22=-265/470, 20-21=-265/470, 19-20=0/895, 18-19=0/1624, 16-18=0/1624, 15-16=0/1111 WEBS 3-23=-877/0, 8-20=-270/0, 3-24=0/1268, 4-23=-1045/0, 7-20=-743/0, 4-22=0/412, 13-15=-1260/0, 9-20=-1444/0, 13-16=0/667, 9-19=0/909, 12-16=-297/0, 10-19=-283/0, 11-16=-165/286 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 24. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F06 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881068 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-5U5l9gxsJX4fPo1S2KjR?kQdkDSErO?AERTSqmyvrtW Scale = 1:39.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 3x6 FP3x6 2x4 3x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 10-0-9 10-0-9 23-10-13 13-10-4 2-6-0 0-2-0 1-9-1 0-8-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [10:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.65 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.02 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 105 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)22=0-5-4, 14=0-2-8, 19=0-3-8 Max Grav 22=462(LC 3), 14=670(LC 4), 19=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/185, 3-4=-714/185, 4-6=-714/185, 6-7=0/1062, 7-8=0/1062, 8-9=-1325/0, 9-10=-1325/0, 10-11=-1516/0, 11-12=-1516/0 BOT CHORD 21-22=-29/655, 20-21=-185/714, 19-20=-449/387, 18-19=-139/488, 17-18=0/1325, 15-17=0/1325, 14-15=0/1018 WEBS 7-19=-291/0, 2-22=-735/33, 6-19=-1157/0, 6-20=0/590, 4-20=-256/0, 12-14=-1155/0, 8-19=-1526/0, 12-15=0/565, 8-18=0/1016, 11-15=-304/0, 9-18=-316/0, 10-15=-28/406 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F07 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881069 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-Zgf7M0yV4rDV1xcec1FgYxzoHcqParDKT5C?MDyvrtV Scale = 1:39.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 3x6 FP3x6 2x4 3x6 2x4 3x6 FP 3x8 3x4 3x6 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x6 3x4 4x4 1.5x4 1.5x4 3x6 10-0-9 10-0-9 21-1-1 11-0-8 23-10-13 2-9-12 2-6-0 0-2-0 1-9-1 0-6-8 2-6-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [13:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.53 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.21 0.03 (loc) 15-17 15-17 14 l/defl >999 >796 n/a L/d 480 360 n/a PLATES MT20 Weight: 107 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)22=0-5-4, 14=0-2-8, 19=0-3-8 Max Grav 22=462(LC 3), 14=666(LC 4), 19=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/208, 3-4=-713/208, 4-6=-713/208, 6-7=0/1110, 7-8=0/1110, 8-9=-1301/0, 9-10=-1301/0, 10-11=-1301/0, 11-12=-1098/0 BOT CHORD 21-22=-40/655, 20-21=-208/713, 19-20=-481/386, 18-19=-141/451, 17-18=0/1301, 15-17=0/1474, 14-15=0/1098 WEBS 7-19=-291/0, 12-15=0/253, 2-22=-734/46, 6-19=-1171/0, 2-21=-258/66, 6-20=0/601, 4-20=-262/0, 11-15=-424/0, 8-19=-1534/0, 11-17=-375/51, 8-18=0/1030, 9-18=-356/0, 12-14=-1228/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F08 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881070 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-1tDWaMy7r8LMe5BqAlmv49V_V0CTJKxThlyZufyvrtU Scale = 1:35.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 3x6 FP3x6 2x4 3x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x6 3x4 3x4 1.5x4 1.5x4 10-0-9 10-0-9 21-1-10 11-1-1 2-6-0 0-2-0 1-9-1 0-7-1 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [12:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.34 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 13-14 13-14 13 l/defl >999 >923 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)20=0-5-4, 13=0-3-5, 17=0-3-8 Max Grav 20=474(LC 3), 13=534(LC 4), 17=1372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/22, 3-4=-759/22, 4-6=-759/22, 6-7=0/771, 7-8=0/771, 8-9=-960/0, 9-10=-960/0, 10-11=-960/0 BOT CHORD 19-20=0/678, 18-19=-22/759, 17-18=-222/450, 15-17=-127/475, 14-15=0/960, 13-14=0/770 WEBS 7-17=-284/0, 2-20=-760/0, 6-17=-1070/0, 6-18=0/512, 11-13=-873/0, 8-17=-1180/0, 8-15=0/636 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F09 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881071 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-1tDWaMy7r8LMe5BqAlmv49Vzh088JKBThlyZufyvrtU Scale = 1:35.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x6 FP3x6 2x4 3x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 9-11-9 9-11-9 21-1-10 11-2-1 2-6-0 1-10-1 0-8-1 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.62 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.29 0.04 (loc) 18-19 18-19 12 l/defl >683 >407 n/a L/d 480 360 n/a PLATES MT20 Weight: 91 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=0-5-4, 12=0-3-5, 16=0-5-8 Max Grav 19=574(LC 3), 12=651(LC 7), 16=1122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1084/0, 3-4=-1084/0, 4-6=-340/213, 6-7=-340/213, 7-8=-1425/0, 8-9=-1425/0, 9-10=-1425/0 BOT CHORD 18-19=0/865, 17-18=0/1084, 16-17=0/1084, 14-16=0/1175, 13-14=0/1425, 12-13=0/987 WEBS 6-16=-255/0, 2-19=-972/0, 4-16=-926/0, 10-12=-1120/0, 7-16=-1051/0, 10-13=0/498, 7-14=0/471 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F10 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881072 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-V3nunizlcSTDGFm1jSH8dM26TQO12jjcwPh6Q5yvrtT Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP 2x4 3x4 2x4 3x6 FP 3x4 3x6 3x6 4x8 3x8 1.5x4 1.5x4 3x4 4x8 3x4 1.5x4 1.5x4 3x4 3x10 3x6 3x4 3x4 1.5x4 1.5x4 17-4-8 17-4-8 28-6-9 11-2-1 2-6-0 1-7-8 0-8-1 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.96 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.30 0.04 (loc) 22-23 22-23 19 l/defl >918 >695 n/a L/d 480 360 n/a PLATES MT20 Weight: 121 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)15=0-3-5, 24=Mechanical, 19=0-5-8 Max Uplift 15=-4(LC 3) Max Grav 15=526(LC 4), 24=843(LC 3), 19=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2156/0, 3-4=-2156/0, 4-5=-2302/0, 5-7=-1585/0, 7-8=-1585/0, 8-9=0/1556, 9-10=0/1556, 10-11=-921/328, 11-12=-921/328, 12-13=-921/328 BOT CHORD 23-24=0/1338, 22-23=0/2302, 21-22=0/2302, 20-21=0/2302, 19-20=-171/402, 17-19=-816/400, 16-17=-328/921, 15-16=-82/754 WEBS 9-19=-281/0, 2-24=-1519/0, 8-19=-1968/0, 2-23=0/928, 8-20=0/1387, 3-23=-317/0, 7-20=-276/5, 4-23=-337/148, 5-20=-918/0, 13-15=-856/93, 10-19=-1395/0, 13-16=-279/190, 10-17=0/882, 11-17=-331/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F10A Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881073 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-zFLG_1_NNmb4uPLDHAoNAaaQMqz5nIqm93RfzYyvrtS Scale = 1:13.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-4-11 7-4-111-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-4-11. (lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F11 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881074 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-RSveCN??83jxVZvPrtJcin7VYEByWcCvOjADV_yvrtR Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 3x6 FP3x6 FP4x6 1.5x4 3x6 1.5x4 3x6 FP 3x4 3x4 3x6 3x10 6x8 1.5x4 1.5x4 3x4 6x8 3x4 3x6 3x6 3x4 6x8 3x4 3x6 3x6 3x4 6x8 17-4-8 17-4-8 24-5-0 7-0-8 28-6-9 4-1-9 2-6-0 1-7-8 1-6-8 1-4-9 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [17:0-3-0,0-0-0], [23:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.55 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.02 (loc) 24-25 24-25 20 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 170 lb FT = 0%F, 0%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 15=0-3-5, 20=0-5-8, 16=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 15 Max Grav All reactions 250 lb or less at joint(s) except 26=846(LC 14), 15=724(LC 4), 20=1583(LC 1), 16=1366(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2246/0, 3-4=-2246/0, 4-5=-2427/0, 5-7=-1671/0, 7-8=-1671/0, 8-9=0/1431, 9-10=0/1431, 10-11=-102/957, 11-12=0/593, 12-13=0/589 BOT CHORD 25-26=0/1403, 24-25=0/2427, 23-24=0/2427, 21-23=0/2427, 20-21=-58/456, 18-20=-957/102, 17-18=-957/102, 16-17=-957/102, 15-16=-361/163 WEBS 9-20=-288/0, 2-26=-1576/0, 8-20=-1993/0, 2-25=0/947, 8-21=0/1390, 3-25=-273/0, 7-21=-271/0, 4-25=-442/132, 5-21=-956/0, 5-23=-50/282, 11-16=-309/655, 10-20=-817/0, 11-17=-369/0, 13-15=-184/405, 13-16=-469/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-10, 15-16=-310, 1-14=-100 July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F12 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881075 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-veT0Pj?dvNro7jUbPbqrF?ge6dRSF433cNwm1QyvrtQ Scale = 1:41.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 3x6 FP 2x4 2x4 3x6 FP 3x4 3x6 3x8 4x8 3x8 1.5x4 1.5x4 3x4 4x8 3x4 1.5x4 1.5x4 3x6 3x4 3x10 3x4 1.5x4 1.5x4 17-4-8 17-4-8 24-6-12 7-2-4 2-6-0 1-7-8 1-6-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.92 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.29 0.06 (loc) 20-21 20-21 13 l/defl >929 >705 n/a L/d 480 360 n/a PLATES MT20 Weight: 106 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)22=Mechanical, 13=0-3-8, 17=0-5-8 Max Uplift 13=-37(LC 3) Max Grav 22=907(LC 10), 13=338(LC 4), 17=1554(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2388/0, 3-5=-2388/0, 5-6=-2707/0, 6-7=-2166/0, 7-8=-2166/0, 8-9=0/874, 9-10=0/874, 10-11=-395/226 BOT CHORD 21-22=0/1458, 20-21=0/2707, 19-20=0/2707, 18-19=0/2707, 17-18=0/1094, 15-17=-226/395, 14-15=-226/395, 13-14=-226/395 WEBS 2-22=-1655/0, 8-17=-1868/0, 2-21=0/1055, 8-18=0/1279, 3-21=-306/0, 7-18=-292/0, 5-21=-544/18, 6-18=-787/0, 11-13=-438/256, 10-17=-937/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F13 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881076 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-Nq0Pd30Fghzfls3oyIL4nCCjs1na_VrCr1fKZsyvrtP Scale = 1:41.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 3x6 FP 1.5x4 2x4 3x6 FP 3x4 3x6 3x8 4x8 3x10 1.5x4 1.5x4 3x4 4x8 3x4 1.5x4 1.5x4 3x6 3x4 3x10 3x4 1.5x4 1.5x4 17-4-8 17-4-8 24-6-12 7-2-4 2-6-0 1-7-8 1-6-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.92 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.31 0.05 (loc) 20-21 20-21 13 l/defl >896 >674 n/a L/d 480 360 n/a PLATES MT20 Weight: 110 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) *Except* 4-12: 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) *Except* 13-16: 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)22=Mechanical, 13=0-3-8, 17=0-5-8 Max Uplift 13=-24(LC 3) Max Grav 22=1153(LC 10), 13=342(LC 4), 17=1598(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2979/0, 3-5=-2979/0, 5-6=-3119/0, 6-7=-2435/0, 7-8=-2435/0, 8-9=0/815, 9-10=0/815, 10-11=-404/193 BOT CHORD 21-22=0/1958, 20-21=0/3119, 19-20=0/3119, 18-19=0/3119, 17-18=0/1271, 15-17=-193/404, 14-15=-193/404, 13-14=-193/404 WEBS 9-17=-252/0, 2-22=-2222/0, 8-17=-1984/0, 2-21=0/1159, 8-18=0/1387, 3-21=-437/0, 7-18=-285/1, 5-21=-505/238, 6-18=-960/0, 11-13=-448/219, 10-17=-897/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-22=-10, 1-12=-100 Concentrated Loads (lb) Vert: 24=-300 July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F14 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881077 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-s0anqP1uR_5WM0e_W0tJKQlvlR6cjzKL4hPt6JyvrtO Scale = 1:34.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 3x6 FP 1.5x4 2x4 3x6 FP 3x4 3x6 3x6 4x10 3x8 4x8 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 4x6 4x6 4x8 17-3-8 17-3-8 17-5-0 0-1-8 20-7-4 3-2-4 2-6-0 1-6-8 0-5-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [12:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.94 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.30 0.04 (loc) 17-18 17-18 13 l/defl >930 >694 n/a L/d 480 360 n/a PLATES MT20 Weight: 95 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) *Except* 4-11: 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) *Except* 12-14: 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (size)19=Mechanical, 12=0-5-8, 13=0-3-8 Max Uplift 12=-629(LC 3) Max Grav 19=1058(LC 3), 13=1994(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2638/0, 3-5=-2638/0, 5-6=-2532/0, 6-7=-1621/0, 7-8=-1621/0, 8-9=0/1544, 9-10=0/1540 BOT CHORD 18-19=0/1782, 17-18=0/2532, 16-17=0/2532, 15-16=0/2532, 13-15=0/306, 12-13=-1251/0 WEBS 2-19=-2022/0, 8-13=-2081/0, 2-18=0/972, 8-15=0/1494, 3-18=-444/0, 7-15=-270/10, 5-18=-289/348, 6-15=-1049/0, 10-12=0/1414, 10-13=-902/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=629. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 21=-300 July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F15 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881078 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-KD892l2WCIDN_ADA4jOYtdICqraFSTgVIL8QelyvrtN Scale = 1:34.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 36 37 3x4 3x4 3x6 FP 4x4 3x4 2x4 3x6 FP 4x4 4x4 4x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 3x4 4x4 4x4 3x4 3x4 4x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 20-7-4 0-7-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [18:0-1-8,Edge], [21:0-1-8,Edge], [23:0-1-8,Edge], [32:0-1-8,Edge], [33:0-1-8,Edge], [34:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.40 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-7-4. (lb) - Max Horz 35=-215(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 33, 22 except 35=-938(LC 6), 34=-174(LC 7), 32=-776(LC 7), 23=-751(LC 6), 21=-156(LC 6), 20=-833(LC 7) Max Grav All reactions 250 lb or less at joint(s) 24, 19, 33, 31, 30, 29, 28, 27, 26, 25, 22 except 35=967(LC 5), 34=268(LC 2), 32=849(LC 4), 23=823(LC 5), 21=258(LC 3), 20=891(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-35=-962/943, 1-2=-852/849, 2-3=-1309/1310, 3-4=-1787/1791, 4-5=-1481/1485, 5-7=-1174/1178, 7-8=-868/871, 8-9=-561/565, 9-10=-254/258, 10-11=-356/360, 11-12=-663/667, 12-13=-969/973, 13-14=-1277/1248, 14-15=-1553/1585, 15-16=-1126/1096, 16-17=-766/765 BOT CHORD 34-35=-1729/1729, 33-34=-1643/1645, 32-33=-922/921, 22-23=-630/629, 21-22=-1297/1298, 20-21=-2158/2158, 19-20=-570/570 WEBS 2-34=-775/731, 3-33=-831/792, 15-22=-806/765, 16-21=-729/686, 17-20=-879/844, 1-34=-1294/1298, 2-33=-1041/1036, 3-32=-1132/1128, 17-21=-1236/1237, 16-22=-960/958, 15-23=-1099/1097 NOTES-(11) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 33, 22 except (jt=lb) 35=938, 34=174, 32=776, 23=751, 21=156, 20=833. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 18-7-8 to 20-7-4 for 1191.0 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION, Do not erect truss backwards. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F16 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881079 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-oPiXF538zcLEcKoNeQvnPrqNuF?_B_VeX?u_AByvrtM Scale = 1:13.3 1 2 3 4 5 8 7 6 9 1.5x4 3x6 1.5x4 5x6 3x4 3x4 3x6 3x4 2-11-0 2-11-0 3-0-8 0-1-8 3-2-0 0-1-8 7-1-8 3-11-8 2-6-0 0-3-8 1-2-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.00 (loc) 7 6-7 6 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 36 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 7=3-2-0, 8=3-2-0 Max Grav 6=185(LC 4), 7=459(LC 1), 8=141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-373/0, 4-7=-298/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F17 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881080 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-oPiXF538zcLEcKoNeQvnPrqO_FzbBw5eX?u_AByvrtM Scale = 1:24.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 3x4 4x4 4x4 4x4 4x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 4x4 4x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.20 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-8-0. (lb) - Max Horz 24=-101(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23 except 24=-893(LC 6), 13=-957(LC 7), 22=-841(LC 7), 15=-772(LC 6), 14=-135(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 21, 20, 19, 18, 17, 16, 14 except 24=921(LC 5), 13=982(LC 4), 22=914(LC 4), 15=846(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-916/898, 12-13=-979/962, 1-2=-807/805, 2-3=-1391/1394, 3-4=-1084/1087, 4-5=-777/780, 5-6=-471/474, 7-8=-447/450, 8-9=-754/757, 9-10=-1060/1064, 10-11=-1366/1370, 11-12=-824/821 BOT CHORD 23-24=-1172/1172, 22-23=-899/901, 14-15=-732/734, 13-14=-975/976 WEBS 2-23=-898/856, 11-14=-826/788, 1-23=-1229/1232, 2-22=-1224/1217, 12-14=-1255/1259, 11-15=-1130/1122 NOTES-(11) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 24=893, 13=957, 22=841, 15=772, 14=135. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 12-8-0 to 14-8-0 for 843.4 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION, Do not erect truss backwards. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F18 Truss Type Floor Qty 9 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881081 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-GbGvSR3mjvT5DUNZB8Q0y2NTZe8ZwN5omfdXieyvrtL Scale = 1:24.7 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-8-0 14-8-0 2-6-0 1-5-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.92 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.26 0.04 (loc) 9-10 9-10 8 l/defl >824 >659 n/a L/d 480 360 n/a PLATES MT20 Weight: 63 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 9-10. REACTIONS. (size)8=0-3-8, 12=0-2-12 Max Grav 8=790(LC 1), 12=796(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2021/0, 3-4=-2021/0, 4-5=-1999/0, 5-6=-1999/0 BOT CHORD 11-12=0/1258, 10-11=0/2021, 9-10=0/2021, 8-9=0/1275 WEBS 6-8=-1434/0, 2-12=-1428/0, 6-9=0/821, 2-11=0/883, 5-9=-318/0, 3-11=-288/0, 4-9=-334/202 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F19 Truss Type Floor Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881082 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-koqIgn4OUDbyreyllrxFUGwfL2VFfo_x?JN5F4yvrtK Scale = 1:29.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 2x4 3x6 2x4 3x8 3x6 3x8 3x8 3x8 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 17-5-7 17-5-7 2-6-0 1-6-15 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.89 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.29 0.06 (loc) 10-11 10-11 9 l/defl >939 >711 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-2-3 Max Grav 9=943(LC 1), 14=950(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2539/0, 3-4=-2539/0, 4-5=-2973/0, 5-6=-2558/0, 6-7=-2558/0 BOT CHORD 13-14=0/1537, 12-13=0/2973, 11-12=0/2973, 10-11=0/2973, 9-10=0/1566 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1125, 2-13=0/1138, 6-10=-300/0, 3-13=-299/0, 5-10=-697/0, 4-13=-711/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F20 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881083 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-koqIgn4OUDbyreyllrxFUGwf52Ujfoux?JN5F4yvrtK Scale = 1:29.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x6 2x4 3x6 2x4 3x8 3x8 3x10 3x10 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 17-8-12 17-8-12 2-6-0 1-8-12 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.93 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.31 0.07 (loc) 12-13 12-13 9 l/defl >874 >670 n/a L/d 480 360 n/a PLATES MT20 Weight: 77 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)14=0-5-8, 9=0-3-8 Max Grav 14=955(LC 1), 9=955(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2601/0, 3-4=-2601/0, 4-5=-3042/0, 5-6=-2601/0, 6-7=-2601/0 BOT CHORD 13-14=0/1588, 12-13=0/3042, 11-12=0/3042, 10-11=0/3042, 9-10=0/1588 WEBS 7-9=-1788/0, 2-14=-1788/0, 7-10=0/1149, 2-13=0/1149, 6-10=-301/0, 3-13=-301/0, 5-10=-733/0, 4-13=-733/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094411F Truss F21 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13881084 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 11:49:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kpA10W_RFeufjcbe00WECxzDE17-C_Ogt650FXjoToXyJZSU1TSuzS_rOGX5Dz6enWyvrtJ Scale = 1:29.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 4x4 3x6 4x4 2x4 4x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 17-8-12 0-4-12 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [29:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.29 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-8-12. (lb) - Max Horz 29=-551(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 27, 18 except 29=-1008(LC 6), 16=-659(LC 7), 28=-357(LC 7), 26=-639(LC 7), 19=-587(LC 6), 17=-134(LC 6) Max Grav All reactions 250 lb or less at joint(s) 27, 25, 24, 23, 22, 21, 20, 18 except 29=1035(LC 5), 16=695(LC 4), 28=422(LC 4), 26=712(LC 4), 19=660(LC 5), 17=251(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-1031/1014, 1-2=-872/868, 2-3=-1246/1246, 3-4=-1591/1594, 4-5=-1284/1288, 5-6=-977/981, 6-7=-671/674, 7-8=-364/368, 8-9=-246/250, 9-10=-553/557, 10-11=-860/863, 11-12=-1166/1170, 12-13=-871/872, 13-14=-659/687 BOT CHORD 28-29=-1736/1737, 27-28=-1565/1569, 26-27=-952/952, 25-26=-302/298, 24-25=-302/298, 23-24=-302/298, 22-23=-302/298, 21-22=-302/298, 20-21=-302/298, 19-20=-302/298, 18-19=-303/303, 17-18=-792/795, 16-17=-1448/1453 WEBS 2-28=-659/619, 3-27=-694/655, 12-18=-642/603, 13-17=-536/495, 14-16=-687/650, 1-28=-1325/1330, 2-27=-886/880, 3-26=-941/935, 14-17=-946/942, 13-18=-707/702, 12-19=-869/864 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 18 except (jt=lb) 29=1008, 16=659, 28=357, 26=639, 19=587, 17=134. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 15-8-12 to 17-8-12 for 1019.4 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 21,2021 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS